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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />� P <br />STEEL REINFORCING IN GROUTED <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />•. — <br />v. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />P— <br />• <br />•y� �.. <br />GARAGE DOOR <br />t <br />V <br />W <br />1 v <br />1.: <br />RECESS <br />m� <br />m <br />�J <br />d <br />Q <br />o <br />FM <br />N <br />8" CMU WALL <br />p N <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />W W <br />B• <br />O . 3 <br />M <br />Z <br />. IN FOUNDATION WITH 30' LEG EACH <br />x <br />LU C) <br />oy <br />,- 0 <br />0 <br />'PI WAY AT ALL CHANGES IN DIRECTIONS <br />rn <br />• S. TOP OF SLAB <br />TOP Of SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />-.+ <br />11(/�+'—�'�1 <br />1vl • MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />°• <br />EXT. PORCH SLAB <br />S <br />. <br />SEE LAB SCHEDULE <br />S �� BAR SIZE 48 BAR DIA <br />4"CHAMFER (iSTORV) <br />#3 18" <br />• <br />EXT. PORCH SLAB <br />• /� 1-1 VARIES <br />LSEE .1. SCHEDULE TOP OF GARAGE } <br />4" CHAMFER (1STORY) <br />Il <br />.I•I, li <br />�"P. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" IRCH <br />ON <br />< Y <br />e" CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />0•.0• <br />JOINT (WHERE • • <br />APPLICABLE) z <br />#4 24" <br />SEE SCHEDULE <br />#8 30' <br />(WHERE JOINT <br />APPLICABLE) <br />• 8" CHAMFER (2STORY) <br />• - i EE SCHEDULE <br />Z a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE 38, <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iV <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />iv <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:34"=1'-a' <br />scALE:34=1'a' <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3�4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 1___ <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />W I <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />5 y NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />O a SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />a g EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />q <br />J Q 8", UNO <br />NAIL 18" O/C STAGGERED. <br />.n <br />= p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SECURE FLANGE TO <br />to <br />USE AND <br />SLAB W/(4)1/4" X 2Ilf' <br />TAPCONS <br />H PREPARATION OF <br />W <br />= HOLE. <br />W K f <br />x <br />SEE SLAB SCHEDULE <br />J <br />Q <br />- <br />TOP OF SLAB� <br />4" CHAMFER (iSTORY) <br />4 ` �- • ,=77 <br />8" CHAMFER (2STORY) <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, R SIZE <br />BOLLARD <br />5 <br />AND BAR QBAW11Y <br />scALE:34"=1'-0 <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC FOUNDATION <br />8 SCALE:34"=''-°' <br />(NO UPLIFT) <br />6 <br />SCALE: 3/4"=1'-0" <br />LAP 70P PLATE A MIN. OF 4S' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />18" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />�•:, 8" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />_ <br />/2" DIA. USP 7250SD BOLTS 8' <br />TOP OF SLAB°• <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />18" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIGWALL TO <br />(D__�IINNITERIOR <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 314"=l'-U' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.eom <br />L AA #: 0003325 <br />a <br />Q <br />sysnsv ar s�os, <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />P1tOJmOT <br />4 .0 — 407 <br />HODIM <br />4EHB <br />"2605— HAYDEN" <br />OARAGA EWUMS <br />RIGHT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />BTAIE OF FLORtDA <br />M 1 <br />Rol�u� A.LASIOUCHACR <br />AR NO 907M <br />D ' 3/11/19 <br />sCALim 1/4"=f-0" <br />si91ME'P <br />St. IA <br />